Revisiting Wilson’s Formulas for Simplified Wind-Wave PredictionSource: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 002Author:Yoshimi Goda
DOI: 10.1061/(ASCE)0733-950X(2003)129:2(93)Publisher: American Society of Civil Engineers
Abstract: A procedure for predicting the significant height and period of wind waves generated in a uniform fetch in deep water is presented in the closed-form expressions based on Wilson’s formulas, together with relevant design diagrams. Although Wilson’s formulas are relatively unknown in the United States, they are quite reliable. The relationship between the nondimensional minimum duration and the nondimensional fetch length is empirically expressed in a power law, which enables the analyst to judge whether the wave growth is limited by the wind duration or the fetch length. The correlation between the significant wave height and period also indicates the period approximately proportional to the 2/3 power of the wave height.
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| contributor author | Yoshimi Goda | |
| date accessioned | 2017-05-08T21:10:25Z | |
| date available | 2017-05-08T21:10:25Z | |
| date copyright | March 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-950x%282003%29129%3A2%2893%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41469 | |
| description abstract | A procedure for predicting the significant height and period of wind waves generated in a uniform fetch in deep water is presented in the closed-form expressions based on Wilson’s formulas, together with relevant design diagrams. Although Wilson’s formulas are relatively unknown in the United States, they are quite reliable. The relationship between the nondimensional minimum duration and the nondimensional fetch length is empirically expressed in a power law, which enables the analyst to judge whether the wave growth is limited by the wind duration or the fetch length. The correlation between the significant wave height and period also indicates the period approximately proportional to the 2/3 power of the wave height. | |
| publisher | American Society of Civil Engineers | |
| title | Revisiting Wilson’s Formulas for Simplified Wind-Wave Prediction | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 2 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(2003)129:2(93) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 002 | |
| contenttype | Fulltext |